Costruction of Culvert and Correction of Black Spot Madanjudi Hatsa at Moradabad Farrukhabad Road SH-43

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: Superintending Engineer Budaun-Pilibhit Circle PWD Bareilly

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Contract No: - 7841(1)/Nivida(CD)(E.T.)/2025-26 Dt. 27-10-2025

Sl. No. Item Description (Excluding G.S.T.) Item Code / Make Quantity Units Estimated Rate UNIT Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (S.I. No.251) 187.44 Cum 200 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos

2 Sand Filling in foundation trenches as per drawings and technical specification Clauses 304 12.96 Cum 1000 Excess(+) Full Conversion INR

3 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 39.760000000000005 Cum 7200 Excess(+) Full Conversion INR

4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 109.6 Cum 7800 Excess(+) Full Conversion INR

5 RCC Grade M25 using batching plant transit mixer & Concrete pump 25.2 Cum 10500 Excess(+) Full Conversion INR

6 Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specification clause 800 and 1206.3 5.46 Cum 11000 Excess(+) Full Conversion INR

7 Supplying, Fitting and Placing un- coated HYSD bar Rainforced cement in Foundation complete as per Drawing and Technical Specification. 107.5 Qtl. 7500 Excess(+) Full Conversion INR

8 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 30.6 Cum 7600 Excess(+) Full Conversion INR

9 Providing and laying boulder Apron ion River bed for proction against scour with stone boluder not weighing less than 40 kg compulete as per drawing and technical specifications (MORTH&H Specification no. 2503) 17.41 Cum 4300 Excess(+) Full Conversion INR

10 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 1023 Cum 120 Excess(+) Full Conversion INR

11 Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8" depth of local sand over the subgrade & including supply of all materials.(S.I. No. 763) 275 sqm. 525 Excess(+) Full Conversion INR

12 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 411.68 Cum 100 Excess(+) Full Conversion INR

13 Construction of granular sub-base by providing coarse graded Material , spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT&H specifications clause 4.01 (401B) 36.5 Cum 4400 Excess(+) Full Conversion INR

14 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)). 45 Cum 4650 Excess(+) Full Conversion INR

15 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 5.04 (505A) complete in all respects. 22.5 Cum 10300 Excess(+) Full Conversion INR

16 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No 5.05. (507 A) complete in all respects. 9 Cum 11500 Excess(+) Full Conversion INR

17 Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. 35.42000000000001 Cum 200 Excess(+) Full Conversion INR

18 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. 52.1 Cum 3900 Excess(+) Full Conversion INR

19 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, MORD Specific - ations 405.2 36.66 Cum 4400 Excess(+) Full Conversion INR

20 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, a MORD Specific - ations 405.3 36.66 Cum 4600 Excess(+) Full Conversion INR

21 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. As per technical Specification. 488.8 Cum 30 Excess(+) Full Conversion INR

22 Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 488.8 Sqm 16 Excess(+) Full Conversion INR

23 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508) 488.8 Sqm 170 Excess(+) Full Conversion INR

24 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. 488.8 Sqm 65 Excess(+) Full Conversion INR

25 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing(Stop) 4 Nos. 4800 Excess(+) Full Conversion INR

26 Bituminous Concrete- Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects 0.28125 Cum 11500 Excess(+) Full Conversion INR

27 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes including cost of all types of material, labour, T&P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 Complete. For Center :Line. Edge line and Zebra Crossing 187.5 Sqm 600 Excess(+) Full Conversion INR

28 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads@ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes including cost of all types of material, labour, T&P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 Complete. For Repeated bare 176.4 Sqm 800 Excess(+) Full Conversion INR

29 Reflective raised Pavement Marker without shanks Providing and fixing of raised pavement markers with twin shanks of adequate length anchored with a posy / bitumen adhesive of approved make having molded body of polycarbonate ASA HIPS of ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MORTH circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light) electronically welded to the body. The length height and width of the body shall not exceed 130 mm 20mm and 105 mm respectively. The area of each reflective surface shall not be less than 13sq.cm. on each side sloping at the angle of 35 +/-5 degree to the base to ensure maximum reflectivity it shall comply to specification of category A of MORTH circular no. RW/NH 33023/10/97-Do – III dated 11.06.97 lenses conforming to ASTMD 788 or equivalent. Rate shall be inclusive of all taxes royalty, VAT etc. All T &P machine and labor required for proper completion of work (Cat Eyes) 250 Nos 190 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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